Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 6,13,07,500
Costs
EMD
₹ 15,32,688Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CESDA_131702_1Bid Award Id
ViewTender No
SKPMGSY IIITender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
-
-
-
Carriage on Surface road
358.2
2446
6.83
Carriage on Un Surface road
39.8
339
8.53
Loading & Unloading
199
45465
228.47
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
-
-
-
Carriage on Surface road
1815.31
7533
4.15
Carriage on Un Surface road
201.7
1006
4.99
Loading & Unloading
27.41
2342
85.48
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.(Stone Chips)
-
-
-
Carriage on Surface road
11093.54
46038
4.15
Carriage on Un Surface road
382.54
1908
4.99
Loading & Unloading
51.98
4442
85.48
Flexiable Pavement
-
-
-
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
15693.75
487761
31.08
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
0.46
40707
88494.12
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
15693.75
46453
2.96
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Only Shoulder Portion (GSB)
917
234953
256.22
Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1421.76
2542154
1788.03
Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
1647.85
3572553
2168.01
Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
16478.44
754877
45.81
TACK COAT-
-
-
-
Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
16478.44
251460
15.26
Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
16478.44
3541216
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
7029.7
29173
4.15
Carriage on Un Surface road
88.98
444
4.99
Loading & Unloading
59.32
17574
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
6352.5
26362
4.15
Carriage on Un Surface road
247.5
1235
4.99
Loading & Unloading
165
48882
296.26
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
387415.89
1607775
4.15
Carriage on Un Surface road
4904
24470
4.99
Loading & Unloading
2109.25
180298
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
101999.02
423295
4.15
Carriage on Un Surface road
1291.13
6442
4.99
Loading & Unloading
555.32
47469
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
2
28777
14388.58
Maintenance Information board
1
14388
14388.58
i) 900mm equilateral triangle
18
124281
6904.55
ii) 600mm Circular
6
37439
6239.87
Fixing of Ordinary KM stone
5
12118
2423.72
Fixing of 200mtr stone
18
12554
697.45
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
844.5
185747
219.95
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
366.11
1631877
4457.39
Slip Clearance
-
-
-
Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
3357.55
137894
41.07
H.S. Drain
-
-
-
Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works
3668
7264217
1980.43
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
8162.4
33873
4.15
Carriage on Un Surface road
318.02
1586
4.99
Loading & Unloading
212.01
62810
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
27023.48
112147
4.15
Carriage on Un Surface road
1052.86
5253
4.99
Loading & Unloading
381.47
32608
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
140807.46
584350
4.15
Carriage on Un Surface road
1782.37
8894
4.99
Loading & Unloading
766.61
65529
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
46601.94
193398
4.15
Carriage on Un Surface road
1815.66
9060
4.99
Loading & Unloading
550.2
89132
162
Protection Work (Retaining Wall, Breast Wall)
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
222.04
104196
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
31.35
29575
943.28
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
25.52
124798
4889.63
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
280.15
1270439
4534.92
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
61.16
280896
4592.67
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.
31.04
66652
2147.1
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
13.08
16739
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
79.8
108238
1356.37
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
77.76
100126
1287.63
Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
121
40825
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
2172.9
9017
4.15
Carriage on Un Surface road
84.66
422
4.99
Loading & Unloading
56.44
16720
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
16596.19
68874
4.15
Carriage on Un Surface road
646.61
3226
4.99
Loading & Unloading
122.82
10498
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
26657.45
110628
4.15
Carriage on Un Surface road
337.44
1683
4.99
Loading & Unloading
139.85
11953
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
27437.09
113863
4.15
Carriage on Un Surface road
1068.98
5334
4.99
Loading & Unloading
323.93
52477
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT (1X1X1.5)
3
2023505
674501.74
RCC SLAB CULVERT (1X2X2)
3
2299203
766401.01
MRL02-SPWD ROAD TO UPPER MARTAM
-
-
-
Flexiable Pavement
-
-
-
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
15451.88
480244
31.08
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
0.42
36725
88494.12
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
15451.88
45737
2.96
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Only Shoulder Portion (GSB)
824.1
211150
256.22
Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1551.73
2691113
1734.27
Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
1622.45
3517487
2168.01
Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
16224.47
743243
45.81
TACK COAT-
-
-
-
Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
16224.47
247585
15.26
Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
16224.47
3486639
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
6337.28
26299
4.15
Carriage on Un Surface road
87.61
437
4.99
Loading & Unloading
58.41
17303
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
4617
19160
4.15
Carriage on Un Surface road
243
1212
4.99
Loading & Unloading
162
47994
296.26
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
349254.97
1449408
4.15
Carriage on Un Surface road
4828.41
24093
4.99
Loading & Unloading
2076.74
177519
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
91952.17
381601
4.15
Carriage on Un Surface road
1271.23
6343
4.99
Loading & Unloading
546.77
46737
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
2
28777
14388.58
Maintenance Information board
1
14388
14388.58
Fixing of road cautionary Sign
-
-
-
i) 900mm equilateral triangle
17
117377
6904.55
ii) 600mm Circular
5.67
35361
6239.87
Fixing of 5th KM stone
-
-
-
Fixing of Ordinary KM stone
4
9694
2423.72
Fixing of 200mtr stone
17
11856
697.45
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
831.6
182910
219.95
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
300
1337217
4457.39
Slip Clearance
-
-
-
Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
5192.41
213252
41.07
H.S. Drain
-
-
-
Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works
2884.35
2968774
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
2655.19
11019
4.15
Carriage on Un Surface road
139.75
697
4.99
Loading & Unloading
93.17
27601
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
7109
29502
4.15
Carriage on Un Surface road
374.16
1867
4.99
Loading & Unloading
135.56
11588
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
45597.1
189227
4.15
Carriage on Un Surface road
630.38
3145
4.99
Loading & Unloading
271.13
23176
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
18265.72
75802
4.15
Carriage on Un Surface road
961.35
4797
4.99
Loading & Unloading
291.32
47193
162
Protection Work (Retaining Wall, Breast Wall)
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
589.52
276638
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
66.79
63001
943.28
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
163.1
749064
4592.67
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.
82.78
177741
2147.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
51.24
250549
4889.63
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
722.33
3275722
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
52.32
66957
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
73.5
99693
1356.37
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
213.6
275037
1287.63
Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
231
77939
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3402.53
14120
4.15
Carriage on Un Surface road
179.08
893
4.99
Loading & Unloading
119.39
35369
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
24220.87
100516
4.15
Carriage on Un Surface road
1274.78
6361
4.99
Loading & Unloading
310.89
26575
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
63619.81
264022
4.15
Carriage on Un Surface road
879.54
4388
4.99
Loading & Unloading
357.14
30528
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
51872.85
215272
4.15
Carriage on Un Surface road
2730.15
13623
4.99
Loading & Unloading
827.32
134025
162
Cross Drainage Work
-
-
-
RCC CULVERT (1X1X1.5)
5
3328796
665759.23
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